钢构件理论重量表.doc

钢 筋 重 量 表（钢筋 扁钢 方钢 方管 工字钢 槽钢 型钢 H型钢）（一）圆钢具体算法直径乘以直径乘0.006165(国家标准)商家默认标准:直径乘以直径乘0.00617圆钢规格重量表规格截面面积重量（kg/m）3.59.620.075412.570.098519.630.1545.523.760.1875.624.630.193628.270.2226.331.170.2456.533.180.260738.480.3027.544.180.347850.270.395963.630.4991078.540.6171195.030.74612113.100.88813132.701.0414153.901.2115176.701.3916201.101.5817227.001.7818254.502.0019283.502.2320314.202.4721346.402.7222380.102.9824452.403.5525490.903.8526530.904.1728615.804.8330706.905.5532804.206.3134907.907.13（二）螺纹钢理论重量具体算法可以采用直径除以10然后平方再乘以0.617kg/m钢筋理论重量：9-0.499kg/m10-0.617kg/m12-0.888kg/m14-1.21kg/m16-1.58kg/m18-2.00kg/m20-2.47kg/m22-2.98kg/m25-3.85kg/m28-4.83kg/m32-6.31kg/m40-9.87kg/m（三）其他钢材理论重量计算的计量单位为公斤（kg）基本公式：W（重量，kg）=F(断面积mm2)L(长度，m)(密度，g/cm3)1/10001.钢筋理论重量计算：每米的重量(Kg)钢筋的直径(mm)钢筋的直径(mm)0.0061712(含12)以下和28(含28)的钢筋一般小数点后取三位数，14至25钢筋一般小数点后取二位数2.钢材理论重量计算简式【材料名称/理论重量W（kg/m）】a扁钢、钢板、钢带 ：W0.00785宽厚b方钢 ：W0.00785边长c圆钢、线材、钢丝：W0.00617直径d镀锌类钢材：W原理论重量1.06e钢管：W0.02466壁厚（外径-壁厚）f等边角钢：W0.00785边厚（2边宽-边厚）g不等边角钢：W0.00785边厚(长边宽+短边宽-边厚)h工字钢：W0.00785腰厚高+f（腿宽-腰厚）i：槽钢：W0.00785腰厚高+e（腿宽-腰厚）备注1角钢、工字钢和槽钢的准确计算公式很繁，表列简式用于计算近似值2f值：一般型号及带a的为3.34，带b的为2.65，带c的为2.263e值：一般型号及带a的为3.26，带b的为2.44，带c的为2.244各长度单位均为毫米，钢的密度为：7.85g/cm3.各种钢材理论重量计算公式如下：【名称（单位）/计算公式/符号意义/计算举例】a盘条圆钢（kg/m）：W=0.006165ddd=直径mm求直径为100mm的圆钢，求每m重量每m重量=0.006165100=61.65kgb螺纹钢（kg/m）：W=0.00617ddd=断面直径mm求断面直径为12mm的螺纹钢，求每m重量每m重量=0.0061712=0.89kgc方钢（kg/m）：W=0.00785aa求边宽为20mm的方钢，求每m重量每m重量=0.0078520=3.14kgd扁钢（kg/m）：W=0.00785bdb=边宽mm，d=厚mm求边宽为40mm，厚5mm的扁钢，求每m重量每m重量=0.00785405=1.57kge六角钢（kg/m）：W=0.006798sss=对边距离mm求对边距离为50mm的六角钢，求每m重量每m重量=0.00679850=17kgf八角钢（kg/m）：W=0.0065sss=对边距离mm求对边距离为80mm的八角钢，求每m重量每m重量=0.006580=41.62kgg等边角钢（kg/m）：W=0.00785d（2bd）+0.215（R22r）b=边宽，d=边厚，R=内弧半径，r=端弧半径求20mm4mm等边角钢的每m重量从冶金产品目录中查出4mm20mm等边角钢的R=3.5，r=1.2，则每m重量=0.007854（2204）+0.215（3.5221.2）=1.15kgh不等边角钢（kg/m）：W=0.00785d（B+bd）+0.215（R22r）B=长边宽，b=短边宽，d=边厚，R=内弧半径，r=端弧半径求30mm20mm4mm不等边角钢的每m重量从冶金产品目录中查出30204不等边角钢的R=3.5，r=1.2，则每m重量=0.007854（30+204）+0.215（3.5221.2）=1.46kgi 槽钢（kg/m）：W=0.00785hd+2t（bd）+0.349（R2r）h=高，b=腿长，d=腰厚，t=平均腿厚，R=内弧半径，r=端弧半径求80mm43mm5mm的槽钢的每m重量从冶金产品目录中查出该槽钢t=8，R=8，r=4，则每m重量=0.00785805+28（435）+0.349（824）=8.04kgj工字钢（kg/m）：W=0.00785hd+2t（bd）+0.615（R2r）h=高，b=腿长，d=腰厚，t=平均腿厚，R=内弧半径，r=端弧半径求250mm118mm10mm的工字钢每m重量从金属材料手册中查出该工字钢t=13，R=10，r=5，则每m重量=0.0078525010+213（11810）+0.615（1025）=42.03kgk钢板（kg/m）：W=7.85dd=厚度求厚度4mm的钢板，求每m重量每m重量=7.854=31.4kgl钢管（包括无缝钢管及焊接钢管（kg/m）：W=0.02466S（DS）D=外径，S=壁厚求外径为60mm壁厚4mm的无缝钢管，求每m重量每m重量=0.024664（64）=5.52kg工字钢规格重量表工字钢型号尺寸（mm）截面面积（cm2）重量（kg/m）高腿宽腹厚10100684.514.311.212120745.017.814.014140805.521.516.916160886.026.120.518180946.530.624.120A2001007.035.527.920B2001029.039.531.122A2201107.542.033.022B2201129.546.436.424A2401168.047.737.424B24011810.052.641.227A2701228.554.642.827B27012410.560.047.130A3001269.061.248.030B30012811.067.252.730C30013013.073.457.436A36013610.076.359.936B36013812.083.565.636C36014014.090.771.240A40014210.586.167.640B40014412.594.173.840C40014614.510280.1槽钢规格重量表槽钢型号尺寸（mm）截面面积（cm2）重量（kg/m）高腿长腰厚550374.56.935.446.565404.88.546.70880435.010.248.0410100485.312.7410.0012120535.515.3612.0614A140586.018.5114.5314B140608.021.3116.7316A160636.521.9517.2316B160658.525.1519.7420A200737.028.8322.6320B200759.032.8325.7730A300857.543.8934.4530B300879.549.5936.1630C3008911.555.8943.81热轧轻型工字钢尺寸及理论重量规格型号尺寸理论重量高度腿宽腰厚10100554.59.4612120644.811.514140734.913.716160815.015.918180905.118.418a1801005.119.9202001005.221.020a2001105.222.7222201105.424.022a2201205.425.8242401155.627.324a2401255.629.4272701256.031.527a2701356.033.9303001356.536.530a3001456.539.2333301407.042.2363601457.548.6404001558.056.1454501608.665.2505001709.576.85555018010.389.86060019011.1104.06565020012.0120.07070021013.0138.070a70021015.0158.070b70021017.5184.0热轧8#轻型工字钢尺寸及重量（据YB(T)65-87）规格型号尺寸理论重量高度腿宽腰厚880504.57.52计算公式W(kg/m)=0.00785*腰厚*高+f*(腿宽-腰厚）f值：一般型号及带a的为3.34，带b的为2.65，带c的为2.26热轧普通工字钢尺寸及理论重量规格型号尺寸理论重量高度腿宽腰厚10100684.511.26112.6126745.014.22314140805.516.8916160886.020.51318180946.524.14320a2001007.027.92920b2001029.031.06922a2201107.533.07022b2201129.536.52425a2501168.038.10525b25011810.042.03028a2801228.543.49228b28012410.547.88832a3201309.552.71732b32013211.557.74132c32013413.562.76536a36013610.060.03736b36013812.065.68936c36014014.071.34140a40014210.567.59840b40014412.573.87840c40014614.580.15845a45015011.580.42045b45015213.587.48545c45015415.594.5550a50015812.093.65450b50016014.0101.50450c50016216.0109.35456a56016612.5106.31656b56016814.5115.10856c56017016.5123.90063a63017613.0121.40763b63017815.0131.29863c63018017.0141.189计算公式：W(kg/m)=0.00785*腰厚*高+f*(腿宽-腰厚）f值：一般型号及带a的为3.34，带b的为2.65，带c的为2.26热轧轻型槽钢尺寸及理论重量规格型号尺寸理论重量高度腿宽腰厚550324.44.846.565364.45.90880404.57.0510100464.58.5912120524.810.4014a140624.913.3014140584.912.3016160645.014.2016a160685.015.3018180705.116.3018a180745.117.4020200765.218.4020a200805.219.822220825.421.022a220875.422.624240905.624.024a240955.625.827270956.027.7303001006.531.8333301057.036.5363601107.541.9404001158.048.3计算公式w(kg/m)=0.00785*腰厚*高+e*(腿宽-腰厚）e值：一般型号及带a的为3.26，带b的为2.44，带c的为2.24热轧普通槽钢尺寸及理论重量规格 型号尺寸理论重量高度腿宽腰厚550374.55.4386.363404.86.634880435.08.04510100485.310.00712.6126535.512.31814#a140586.014.53514#b140608.016.73316#a160636.517.24016#b160658.519.75418#a180687.020.17418#b180709.023.00020#a200737.022.63720#b200759.025.77722#a220777.024.99922#b220799.028.45325#a250787.027.41025#b250809.031.33525#c2508211.035.26028#a280827.531.42728#b280849.535.82328#c2808611.540.21932#a320888.038.08332#b3209010.043.10732#c3209212.048.13136#a360969.047.81436#b3609811.053.46636#c36010013.059.11840#a40010010.058.92840#b40010212.565.20840#c40010414.571.488热轧等边角钢尺寸及理论重量型号尺寸(mm)长度 (m)理论重量 (kg/m)边宽边厚2203 43-90.889/1.1452.5253 43-91.124/1.4593303 43-91.373/1.7863.6363 4 53-91.656/2.163/2.6544403 4 53-91.852/2.422/2.9764.5453 4 5 63-62.088/2.736/3.369/3.9855503 4 5 64-122.332/3.059/3.770/4.4655.6563 4 5 84-122.624/3.446/4.251/6.5686.3634 5 6 8 104-123.907/4.822/5.721/7.469/9.1517704 5 6 7 84-124.372/5.397/6.406/7.398/8.3737.5755 6 7 8 104-125.818/6.905/7.976/9.030/11.0898805 6 7 8 104-126.211/7.376/8.525/9.658/11.8749906 7 8 10 124-198.350/9.656/10.946/13.476/15.940101006 7 8 10 12 14 164-199.366/10.830/12.276/15.120/17.898/20.611/23.257111107 8 10 12 144-1911.928/13.532/16.690/19.782/22.80912.512510 12 144-1919.133/22.696/26.1931414010 12 14 164-1921.488/25.522/29.490/33.3931616010 12 14 166-1924.729/29.391/33.987/38.5181818012 14 16 186-1933.159/38.383/43.542/48.6342020014 16 18 20 246-1942.894/48.680/54.401/60.056/71.168计算公式：W(kg/m)=0.00785*边厚*（2边宽-边厚） （注：专业文档是经验性极强的领域，无法思考和涵盖全面，素材和资料部分来自网络，供参考。可复制、编制，期待你的好评与关注）